Based on the elastic-plastic dynamic model of the thin-wall structure aqueduct, the non-linear earthquake response analysis is presented.
运用渡槽薄壁结构弹塑性动力分析模型，开展了渡槽非线性地震响应分析计算。
ANSYS program was employed to execute the response spectrum analysis and determine the response of semi-rigid concrete filled steel tubular structure under selected earthquake excitation.
使用通用有限元分析软件ANSYS进行半刚性连接钢管混凝土结构的反应谱分析，并研究了半刚性连接钢管混凝土框架结构在选定地震波激励下的响应。
The analysis results show that the suggested model can simulate the structure earthquake response and the precision meets the engineering requirement.
例题分析表明，提出的模型能够模拟结构的实际地震反应，计算精度满足工程要求。
When the stochastic seismic response of the structures is studied, lots of the earthquake records fit for the selected site are necessary to be used for initial data for structure model analysis.
在研究结构的随机地震反应时，要用大量的符合场地条件的地震记录作为输入数据。
Response spectrum analysis was conducted to get the response characteristics of the structure under the condition of horizontal earthquake.
通过动力时程分析，输入三条地震波，得到相应的结构时程反应曲线。
The analysis result indicated that the collision function changed the structure earthquake response condition, produces to the structure stress affects greatly.
分析结果表明，碰撞作用改变了结构的地震响应状态，对结构的受力产生较大影响。
It is of great importance to consider seismic response analysis of site soil for determining ground motion input mode of the upper structure and the safety estimation of earthquake resistant.
场地土层地震反应分析对确定上部结构的地震动输入模式和进行抗震安全性评价具有重要意义。
It is of great importance to consider seismic response analysis of site soil for determining ground motion input mode of the upper structure and the safety estimation of earthquake resistant.
场地土层地震反应分析对确定上部结构的地震动输入模式和进行抗震安全性评价具有重要意义。
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